HomeMy WebLinkAboutS-1055-B Map 2CERTIFICATE OF SURVEYING ACCURACY
I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
PLAT CORR€-CTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL
MONUMENTS REQUIRED ACTUALLY EXIST AND
ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
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DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
..................... NO. 1281, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE- BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
OF RECORDING
O� A B A N A 4`
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PROFESSIONAL,
ENGINEER
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CERTIFICATE OF OWNER
WE, THE UNDERSIGNED, OWNERS OF THE REAL
ESTATE, SHOWN AND DESCRIBED HEREIN, DO
HEREBY CERTIFY THAT WE HAVE LAID OFF,
PLATTED, AND SUBDIVIDED, AND DO HEREBY
LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
ESTATE IN ACCORDANCE WITH THIS PLAT.
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DATE OF EXECUTION
DATE OF EXECUTION
INSTRUMENT NO
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Steven B. Petersen
12 Powder Horn Court
Little Rock, AR 72212
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Denise Petersen
12 Powder Horn Court
Little Rock, AR 72212
2013057706
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS, AND ALL OF THE
CONDITIONS OF APPROVAL HAVING BEEN
COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
2015045133 Received: 7/27/2015 3:06:50 PM
Recorded: 07/27/2015 03:13:29 PM Filed &
Recorded in Official Records of Larry Crane,
PULASKI COUNTY CIRCUIT/COUNTY CLERK
Fees $15.00
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NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY,
AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP
FOR LITTLE ROCK, ARKANSAS.
GENERAL NOTES:
. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
L ALL EASEMENTS SHOWN = = ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
CURVE,
DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES,
ERROR OF CLOSURE: EXCEEDS 1:50,000
THE PURPOSE
OF
THIS PLAT
IS TO REDUCE
THE FRONT BUILDING
SETBACK LINE
TO
ALLOW FOR
AN ADDITION
TO THE EXISTING HOUSE.
PLAT OF
LOT 30RR
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BEING A REPLAT OP LOT 3OR, L PLAT
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PEBBLE BEACH PARK NA
JULY, 2015
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Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
® 24 RMLING CIRCLE UITLE ROCK, ARKANSAS 72223
JOB # 15-417P